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48 SS-1 Gravity Sewer Profiles 7-13-20
SS S S S21S21S21S21S21S21S21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21SSS S S S PI : 7 + 4 3 . 5 5 PI : 1 0 + 1 0 . 6 0 PI: 1 2 + 7 8 . 0 7 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 MH-(5) STA 12+78.07, 0.0' RIM ELEV=4712.07 MH-(1) STA 0+50.00, 0.0' RIM ELEV=4711.99 MH-(4) STA 10+15.68, 0.0' RIM ELEV=4711.96MH-(2) STA 3+94.54, 0.0' RIM ELEV=4710.07 MH-(3) STA 7+43.55, 0.0' RIM ELEV=4709.01 4700 4705 4710 4715 4700 4705 4710 4715 EG - 4 7 1 1 . 2 1 0+00 EG - 4 7 1 1 . 9 9 EG - 4 7 1 2 . 8 3 1+00 EG - 4 7 1 3 . 3 7 EG - 4 7 1 3 . 5 7 2+00 EG - 4 7 1 3 . 3 9 EG - 4 7 1 2 . 6 7 3+00 EG - 4 7 1 1 . 5 1 EG - 4 7 0 9 . 8 9 4+00 EG - 4 7 0 8 . 4 2 EG - 4 7 0 7 . 5 1 5+00 EG - 4 7 0 7 . 2 3 EG - 4 7 0 7 . 1 4 6+00 EG - 4 7 0 7 . 3 3 EG - 4 7 0 7 . 9 5 7+00 EG - 4 7 0 9 . 1 8 EG - 4 7 1 0 . 4 6 8+00 EG - 4 7 1 0 . 9 8 EG - 4 7 1 1 . 3 2 9+00 EG - 4 7 1 1 . 6 2 EG - 4 7 1 1 . 8 7 10+00 EG - 4 7 1 2 . 0 8 EG - 4 7 1 2 . 1 7 11+00 EG - 4 7 1 2 . 2 5 EG - 4 7 1 2 . 1 8 12+00 EG - 4 7 1 2 . 1 2 EG - 4 7 1 2 . 0 2 13+00 EG - 4 7 1 1 . 8 1 EG - 4 7 1 1 . 6 4 14+00 MH-(4) STA 10+15.68 RIM ELEV=4711.96 INV IN (W) = 4703.52 INV OUT (E) = 4703.32 DEPTH = 8.63' MH-(1) STA 0+50.00 RIM ELEV=4711.99 INV OUT (E) = 4704.88 DEPTH = 7.10' MH-(5) STA 12+78.07 RIM ELEV=4712.07 INV IN (W) = 4703.06 INV OUT (E) = 4702.86 DEPTH = 9.21' 258.39 LF 21" PVC @ 0.100%268.12 LF 21" PVC @ 0.100%345.02 LF 21" PVC @ 0.100%340.54 LF 21" PVC @ 0.100% MH-(3) STA 7+43.55 RIM ELEV=4709.01 INV IN (W) = 4703.99 INV OUT (E) = 4703.79 DEPTH = 5.22' MH-(2) STA 3+94.54 RIM ELEV=4710.07 INV IN (W) = 4704.54 INV OUT (E) = 4704.34 DEPTH = 5.73' VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\004 NW CROSSING MASTER SITE PLAN\ACAD\EXHIBITS - CONCEPTUAL 2020\202007_BAXTEREXTENSIONSNWCROSSING.DWG PLOTTED BY:LEE HAGEMAN ONJul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle NORTHWEST CROSSING SEWER ANALYSISBOZEMAN MONTANA PROPOSED SEWER MAIN EXTENSIONS STA 0+50 TO STA 14+00 5659.004 SS-1 LRH LRH MEE DRAFT JULY 2020 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 LA U R E L P A R K W A Y ( P R O P O S E D ) BAXTER LN AB I G A I L L A N E ( P R O P O S E D ) RO S A W A Y ( P R O P O S E D )